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HomeMy WebLinkAboutCOMPRESSIVE STRENGTH OF CONCRETE - Filed CSS-COMPRESSIVE STRENGTH SUMMARY - (151)Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in²) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 225-2 28 04/03/24 1 / 27 4.00 12.57 75,220 5,980 3 C4 N 225-3 28 04/03/24 1 / 27 4.00 12.57 76,110 6,060 3 C4 N 225-4 28 04/03/24 1 / 27 4.00 12.57 76,740 6,110 3 C4 N Test Age Average Strengths (psi): 28 Day - 6050 C4: Strength is greater than or equal to f'c. Tested By: Craig Ellis (2,3,4) Checked In : 03/07/2024 (2,3,4) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:225 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:1707 / 21095007 Contractor:Front Range Concrete Technician:Flaherty, Alexander Cast By:Flaherty, Alexander Date Cast:03/06/24 Sampled From:Chute Placement Method:Curb & Gutter Sample Details Batched:08:29 MST Sampled:09:15 MST Cast:09:30 MST Truck Empty:09:30 MST Placement Time:61 (min) Placement Location:Sidewalk Location Details:Greenfields northbound north of Donella Sample Location / Notes:Mix 46260 Batch Log Strength:4500 (psi) Specifications Supplier:SRM Concrete On-Site Admixtures: None Location Field Measurements Plastic Unit Weight:143.2 (lb/ft³) Air Content:56.0 Load Volume:11.00 (yd³) Weather:Slump (in):1 Air Temperature (F):30 Concrete Temp (F):70 Lab Test Results Testing Lab: Fort Collins, 400 North Link Lane, Fort Collins, CO, 80525 Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-365 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 126932 Report #: CC-000804 Fort Collins 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Report Date: 04/03/2024